scholarly journals Soil-Structure Interaction of Steel Pipe Culverts

2016 ◽  
Author(s):  
Hany El Naggar
Keyword(s):  
Soil Structure ◽  
Steel Pipe ◽  
Soil Structure Interaction ◽  
Structure Interaction

Study on Effects of Soil-Structure Interaction to Earthquake Resistance of Bridge

2010 ◽  
Vol 163-167 ◽  
pp. 1198-1202
Author(s):  
Yan Yan Fan ◽  
Zi Qi Li
Keyword(s):  
Soil Structure ◽  
Steel Pipe ◽  
Soil Structure Interaction ◽  
Earthquake Resistance ◽  
Earthquake Response ◽  
Arch Bridge ◽  
Structure Interaction ◽  
The Difference

As a steel pipe concrete arch bridge for example, the difference of earthquake response is analyzed and studied by considering and not considering soil-structure interaction according to software ANYSY. It provides a reference for the design of the large bridge.

scholarly journals Comparative Experimental Study and FE Analysis of Corrugated Steel Pipe Culverts with Different Stiffness

2016 ◽  
Vol 10 (1) ◽  
pp. 549-563 ◽  
Author(s):  
Baodong Liu ◽  
Zhen Wang ◽  
Weibo Xu ◽  
Haibo Sun ◽  
Xiaoxi Wang
Keyword(s):  
Soil Structure ◽  
Fe Simulation ◽  
Plate Thickness ◽  
Steel Pipe ◽  
Soil Structure Interaction ◽  
Soil Pressure ◽  
Flexible Pipe ◽  
Structure Interaction ◽  
Backfill Soil ◽  
Corrugated Plates

This paper describes comparative experiment on corrugated steel pipe culverts with different stiffness. The two culverts both with 1.2m span and 4m backfill height but with different corrugation pattern and plate thickness were constructed side by side. Displacement, strain and soil pressure at critical points were tested during construction. Two-dimensional (2D) finite element (FE) models were established and the computed values were compared with measured values to verify the effectiveness of FE models and the reasonability of the test. The study shows that the deformation trend is the same but the deformations of the flexible pipe were much larger. Only after the backfill finished and the soil-structure bear the load together the FE simulation could basically reflect the stress state of the structure due to the nonlinearity of soil and the complexity of soil-structure interaction. The larger deformation of the flexible pipe makes the soil-structure interaction obvious, which reduces the pressure of backfill soil on the structure. Therefore realities should be considered when choosing corrugation pattern and thickness of corrugated plates to optimize design and save construction cost.

Seismic evaluation of steel plate shear wall systems considering soil-structure interaction

2021 ◽  
Vol 145 ◽  
pp. 106738
Author(s):  
M. Sarcheshmehpour ◽  
M. Shabanlou ◽  
Z. Meghdadi ◽  
H.E. Estekanchi ◽  
M. Mofid
Keyword(s):  
Soil Structure ◽  
Steel Plate ◽  
Shear Wall ◽  
Soil Structure Interaction ◽  
Seismic Evaluation ◽  
Steel Plate Shear Wall ◽  
Structure Interaction
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